1) Under which loading, slab reinforcements are calculated? 

2) What is ductility, show it by drawing graphs as well. How do we ensure adequate ductility in buildings, write down as items.

3) How is sufficient strength provided in buildings? How is sufficient rigidity provided in buildings?

4) In Ts500, maximum reinforcement ratio under bending moment must ensure the requirement of P ≤ ρmaks = 0.85pp. Explain the reason for this case by drawing the relevant figures.

Column Column Beam-Side view IN